[Geoqus] Questions about viscoplasticity
Chris Salomon
Chris.Salomon at uni-jena.de
Tue Aug 11 08:57:53 CEST 2015
Dear GEOQUS Members,
I have some questions related to the theory of viscoplasticity.
Maybe there's someone here who can help me.
I wrote an UMAT for a (at this moment simple) viscoplastic model.
But I'm not sure if everything is correct.
I use the Return Mapping algorithm by Simo and Hughes (1998,
Computational Inelasticity, Box 3.8 (P. 156) in combination with Box
3.5 (P. 159)). Therefore it seems as if I can simply replace the
consistency parameter (lambda) for the plastic regime with its
counterpart in the viscoplastic regime (p). I.e. I currently use
Perzyna's model (1966, Fundamental Problems inviscoplasticity, Rec.
Adv. Appl. Mech. 9) for which I set
p=1/Viscosity*(f/Yield)^N
whereas f is the yield-function and Yield the corresponding
yield-stress. The viscoplastic strain-rate therefore becomes
de_(vp)=p*df/d(stress).
Questions:
1. Can I simply replace the consistency parameter with p and still
use the algorithm out of Box 3.5 from Simo and Hughes? (I also want
to include isotropic and kinematic hardening!)
2. Is my definition of p correct? Because p now has the units
1/(Pa*s) but I would expect it to be 1/s.
3. I want to model subduction zones with this but am not sure if I
should use an associative or non-associative flow-law. What do you
think is better? For example Fossum and Brannon (2004, The SANDIA
GeoMode: Theory and User's Guide) use non-associative flow-laws
according to the works by Miller and Cheatham (1972, A new yield
condition and hardening rule for rocks, Int. J. Rock Mech. Min. Sci. 9).
I would really appreciate it if someone could help me.
Greetings
Chris Salomon
PS. For a review see e.g. Chaboche (2008, A review of some
plasticity and viscoplasticity constitutive theories, Int. J. Plas. 24).
PPS. A much simpler version of the Return Mapping Algorithm can be
found in Zeng et al. (1996, Numerical implementation of constitutive
integration for rate-dependent elastoplasticity, Comp. Mech. 18).
More information about the Geoqus
mailing list